Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 60
... effects , respectively . The mean value of XE or XF is often called a bias . Due to random nature of the ocean environment , the variability ( cov ) in an environmental load effect is normally much larger than that in a functional load ...
... effects , respectively . The mean value of XE or XF is often called a bias . Due to random nature of the ocean environment , the variability ( cov ) in an environmental load effect is normally much larger than that in a functional load ...
Page 215
... effect of PEO ( polyethylene oxide ) addition on the re- duction of pipe friction for sea - water and the degradation of its effect by stirring are studied experimentally . The effect of PEO addition on the reduction of pipe friction ...
... effect of PEO ( polyethylene oxide ) addition on the re- duction of pipe friction for sea - water and the degradation of its effect by stirring are studied experimentally . The effect of PEO addition on the reduction of pipe friction ...
Page 217
... effect of PEO addition on A is not recognized at the laminar flow range . However , at the turbulent flow range the effect of PEO addition is recognized remarkably . ~ The effect of PEO - 1 addition on the reduction of pipe friction for ...
... effect of PEO addition on A is not recognized at the laminar flow range . However , at the turbulent flow range the effect of PEO addition is recognized remarkably . ~ The effect of PEO - 1 addition on the reduction of pipe friction for ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Copyright | |
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amplitude analysis ASME axial beam bending bending moment bottom boundary calculated characteristics coefficient collapse condition corrosion cross-flow defect deformation density Det Norske Veritas developed diameter displacement dynamic elastic electrodes Engineering equation evaluated experimental fatigue Figure floating airport flow rate fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic impeller in-line VIV incident waves inspection instability region installation interaction Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float meter method mode mooring motion natural frequencies node numerical obtained Offshore parameters phase pipe predicted pressure distribution ratio reduced velocity reliability response safety class safety factors safety levels sand wave seabed simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence two-phase flow uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding